HomeMy WebLinkAboutRW-476-8,
N/F
/ \JAN�If EET SINGH ANANT & GURPREET SINGH
/ 34SUMMERST
N/F / / \ /\ V.1434 P.0070 /
SAM IR R. & EKTA SrPATEL
28 SUMMER ST / EXIST.'000B
V.1442 P.0057 / / TF = 191.17'
EXIST SMH / INV. IN(SE)= 188.7' (12" CLAD
TF = 94.26 / INV. IN(S)= 186.3' (12" CLAY)
INV. (SE) = 183.0' (8" AC) N: 298351 4.1 1 6'INV.OUT(N)= 185.9' (15" REINFORCED CONCRETE)
/ I
INV ur(NvN=183.o'(e"AC) E: 740777.746' SUMP=185.3'
N/F / REMOVED AND REPLACED
TOt
OF LEXINGTON / / / \ EXISTING HYDRANT (TYP)
CUMMER ST
CONCR +V. P. /
CONCRE\ / / N: 2983449.121'
Ce
ED ON 4 E: 740855.683' 4
3H MH A I �
- 1- �i�ne Wa 46+00 � 47+00 9.8 48+00 gyce
1 45+00 32
44+00 - • 7.1'
S SS M- S
S a S G S 4SE 5 45.0' G o 83.5 ti's
4
Stone
3 � Stone Wall one ��ll Wall � Q
STA 45+43 60'
EXIST. SMH N: 2983578.577 / 16" GATE VALVE TFS 19403
TF=19106 E: 740697.926 INV.IN(SE) = 183.8' (8" AC)
INV.IN(SE) = INV.OUT(NVV) = 183.8' (8" AC)
INV.gUT(N)=-= 81.9'-(W-AC)-
1(8"PVC)
LIJ INV.OU�VV) = 181.9' (p" Ate)- �
ST-jjCB
'.OLC)t= 187.9'(12" PV� I
MP=� FSS
/ N/F /
N/F JOHN CHIU & GENEVIEVE NG
THE BRIAN FALCHUK LIVING TRUST 31 SUMMER ST /
N/F 7581ro�A;7;
STREET CONDO MAIN V. 70050 P. 0184
SUMMER ST / \
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INV.OUT(SW) _
N/F / N/F
JJONATHAN M NYBERG & SARA Q DOLAN / N/F
V. I / U THOMAS5 REEDISI
SUMMER / XUELEI PAN & WEI WANG \ V. 73694 P. 0:
V. 1437 P.0097 38 SUMMER ST Q� A
V. 55266 P. 0067 / /
EXIST. DMH Cq
TF=191.67' \ UJ441
INV. IN(S)=185.7' (15" REINFORCED CONCRETE)
INV.OUT(N)= 185.7' (15" REINFORCED CONCRETE) / \ I / ^ /
<U
\ N: 2983252.926' _4U ��0) �
�� fiA,
\ E: 741075.365' N: 2983144.023' \ Q / __� / C9
E: 741196.738' TRANSITION COUPLING U ^Z / 2 Z�� e
OWN OF LEXINGTON\ U J j
a� Wood Fence N: 2983185.634' HASKELL ST
' V. 13335 P. 031
EXIST.'CL'CB
E: 741 150.550 W r o
N � I G
A T9TTT4' STA 50+23 E sr. STA 51+33.52
> 6 00 J INV.OUT(NVV)= 189.4' (1 "CLAD 16"X8" TEE TF 194.75 O 12"(,�8
7 SUMP=189.2' 22,2' y
bA
INV.OUT(NVV)
49+00 50+00 $� 51+00 17.2' 52+00� 52+07 GS -
1>
6 C QS G G w 8" GATE VALVE �3 �6 6 G G G G -G
2p 5 LIMIT OF MILL/ H OHW
AND OVERLAY Nood Fence I
t�N0 8b -''16"X6" HYDRANT TEE `?\ # /
/ S owes n'CB N/F
/ EXIS = 191 C� M 11 °BEND >'
TF=191.444111 IGOR&LUDMILLAT CHOV
IN V. VU (NVQ= 189. 12" )
INV. IN( E)=188.6'( ") � MADISON AVE
INV.OUT(NVV)=188.6' 12") ST.S 8" SOLID V.43373 P. 0390
N: 2983371.121' TF
SMH SUMP -186.6' TF- .29 \ / II
TF = 8" AC) SLEEVE \
E: 740942.611' INv.lr-1.,..._,.,.,.,,,,
INV.IN(SE) = 184.8' (8" AC) INV.OUT(VV) - 3.2' (6" CLAD A EXIST. SMH
INV.OUT(NVV) = 184.8' (8" AC) \ TF = 196.99
\ IN (NE) = 189.5' (12" CLAD N/F
CONNECTION TO EXISTING \ v N(NE)=193.6' (6" CLAY) M I L P & JOY L MA E
N: 2983318.811' �Q� N/ T(SE) = 189.5' (12" CLAY) E REEN N
E: 741001.933' / IGOR & LUDMI LA / HASKELL STREET WATER MAIN 7
3 5/
\ V. 25848 0
EXIST.'CL'CB / � TKACHOV / \ 16 -INCH DPTRANSTON � /
TF = 190.89' � ��' 33 HASKELL ST \ TO 20 -INCH DIP.
INV,IN(SE)= 186.5' (12") \
INV.OUT N)=186.5' (12" CLAY) t,� V V. 49411 P. 0122 V A
SUMP=182.9'
LIMIT OF MILL u
N/F
AND OVERLAY \ - N/F SCOTT L. & AMY SBIHLI N/F MICHAEL K. & TARA A. \ /
A
33 SUMMER ST TARA M. WILTSHIRE TRUSTEE SMITH MADISON AVE \
V. 57265 P. 0031 N/F / 29 HASKELL ST V. 69057 P. 0147 \
WINSHIP COMMON TRUS V. 57528 P. 0595 \
LITCHFIELD RD \ N/F ® A
V. 26828 P. 0162 \ / RAMESH SETHUMADHAVAN
& KRITHIGASSREE
\\� SAMBAMURTHY
12 EVERGREEN LN
P')1 A Ki
1 "= 40'-0" HORIZONTAL
0 40 100 200
FEET
0 4 8 10 20
1 "= 4'-0" VERTICAL
m
195
CONTRACT NO.: 6522
CAD FILE NO.: C-1 TO C-6°RES
p P MASSACHUSETTS WATER RESOURCES AUTHORITY
�
9SSACHUSE�
NORTHERN EXTRA HIGH - SECTION 63
DRAWING NO.
C-6
v
9 of 12
ACCESSION NO.N/A
:
SECTION NO.63
:
EXISTI
G ROAD SURFACE
DATE: APR 2024
SCALE: AS NOTED
DESIGNED BY: KRR
DRAWN BY: JMN16-INCH
CHECKED BY: RKW
APPROVED BY: DSB
PREPARED BY:
BLACK & VEATCH
01,
LEXINGTON MAIN PLAN & PROFILE 6
STA 44+00 TO 52+00
N
1
APR 2024 SES DSB
RECORD DRAWING
NO.
DATE BY CHK'D
REVISION
�
O
M
wTRANSITION
Lu�
00
CC
UPLING
LU
J
190
X
Lu
190
Lu
?
16" DIP
TA 45+43
O
O
161"x6" GATE
VALVE
18
STA
0+23
ST
48+25
16"x
"TEE
16"YS"
HYDRANT TEE
180
180
175
170
170
44+00
45+00
46+00
47+00
PROFILE
49+00
50+00
51+00
52+00
NOTES:
1) NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID
SYSTEM NAD 83.
2) ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB
DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL.
3) THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM
GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED
AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
4) NOT ALL IMPROVEMENTS ARE SHOWN.
REFERENCE:
CONTRACT NO.: 6522
CAD FILE NO.: C-1 TO C-6°RES
p P MASSACHUSETTS WATER RESOURCES AUTHORITY
�
9SSACHUSE�
NORTHERN EXTRA HIGH - SECTION 63
DRAWING NO.
C-6
v
9 of 12
ACCESSION NO.N/A
:
SECTION NO.63
:
DATE: APR 2024
SCALE: AS NOTED
DESIGNED BY: KRR
DRAWN BY: JMN16-INCH
CHECKED BY: RKW
APPROVED BY: DSB
PREPARED BY:
BLACK & VEATCH
01,
LEXINGTON MAIN PLAN & PROFILE 6
STA 44+00 TO 52+00
1
APR 2024 SES DSB
RECORD DRAWING
NO.
DATE BY CHK'D
REVISION